Laserfiche WebLink
GROUND ZERO ANALYSIS LOG OF BORING SB5 <br /> PROJECT .NORTH STOCKTON AUTO LOCATION 87D9 NORTH DAVIS ROAD, STOCKTON CA PROJECT NO. 388 <br /> DATE DRILLED 09/11/00 _ LOGGED BY SEAN GARVEY REVIEWED BY GREG P. STAHL RG Na 5023 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER DAVE FISCH METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER IN IN DEPTH DRILLED _ 16.5 FT DEPTH TO WATER INITIAL FT STATIC _ FT <br /> CASING TYPE NA DIAMETER. IN SCHEDULE INTERVAL FZ TO FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN_ , INTERVAL FT TO FT. <br /> FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL O FT TO 16.5 FT <br /> COMMENTS: PAGE?OF 1- <br /> WELL I DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG` <br /> 2 0-6/9' LEAN CLAY (CL): 5% FN. A SND. 95% FNS, DRK BRN. NPO, DRY <br /> CL <br /> 4 <br /> 2 <br /> 6 <br /> 6/9-16' WELL GRADED SAND (SW): 95% FN-M, A-SA, W GRDD SND: 5% FNS, <br /> BRN, NPO. DRY, M CEMENTATION <br /> B <br /> NSA-S85-10' <br /> 12 <br /> SW <br /> 14 NSA-SB5-16. ' <br /> 1 <br /> 16 1 SC 16-16.5' CLAYEY SAND (SC): 85% FN-M, A-SA. W GRDD SND: 15% FNS, <br /> COMPACT, BRN, NPO, pRY-MST, STRNG CEMENTATION <br /> HARDPAN. REFUSAL AT 16.5' <br /> 1B <br /> 20— <br /> IED <br /> Gc,p�C <br /> GREEGORY P. <br /> 24 k s <br /> �` No. 5023 <br /> 26 <br /> _OF 1 / <br /> —28— / <br /> I <br /> 30- <br /> -32- <br /> 34- <br /> -36- <br /> -38- <br /> 40— <br /> ,j <br />